CN204384738U - Poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment - Google Patents
Poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment Download PDFInfo
- Publication number
- CN204384738U CN204384738U CN201420843846.7U CN201420843846U CN204384738U CN 204384738 U CN204384738 U CN 204384738U CN 201420843846 U CN201420843846 U CN 201420843846U CN 204384738 U CN204384738 U CN 204384738U
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- Prior art keywords
- cement concrete
- basement
- wall
- groove
- crosshead
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Abstract
The utility model relates to a kind of poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment, particularly a kind of poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment being applied to the realm of building construction.The utility model provides a kind of structure simple, easy to operate, and handling efficiency is high, the poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment that handling accuracy is high.Comprise outer crosshead and winch, also comprise operation layer, described operation layer is by two or more and be positioned at conplane crossbearer and form, described operation layer is vertical with stand, also comprise service platform, the installation site will installing cement concrete draw-in groove due to outer crosshead distance is very near, and therefore the distance of handling is short, contributes to the speed improving handling installation.The diagonal brace arranged, can increase the Rigidity and strength of crosshead, improves the integrally-built stability of crosshead.The weight concrete arranged can make winch keep balance when lifting cement concrete draw-in groove, to avoid and topples.
Description
Technical field
The utility model relates to a kind of poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment, particularly a kind of poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment being applied to the realm of building construction.
Background technology
Along with the modernization of urban construction, large-scale executive information systems thing gets more and more, the application of post-cast strip is also increasingly extensive, post-cast strip is for preventing monolithic reinforced concrete structure due to temperature, shrinking uneven issuable harmful cracks in building operation, according to design or job specifications requirement, stay in concrete structure relevant position and establish temporary construction to stitch.Before poured band of outer wall of basement is closed, not only there is potential safety hazard, post-cast strip closed front foreign material, rainwater and construction water easily enters in subterranean room simultaneously, affect post-cast strip pouring quality and normal construction, the long-term exposure of post-pouring belt of outer wall also gives external wall waterproof, indoor backfilling working brings drawback, agent structure can not be given, build the site requirements of finishing and equipment installation needs by laying bricks or stones, especially narrow field is on-the-spot, contradiction is more outstanding, and therefore post-cast strip closure construction becomes the important step in construction.Brick retaining wall is adopted to close outer wall of basement in prior art, the method working procedure is many, duration is longer, and structural instability under the effect of backfill earth lateral pressure, in order to overcome aforesaid drawbacks, adopt precast concrete draw-in groove to close post-cast strip, substitute the isolation of in the past conventional brick retaining wall as back fill and post-cast strip, effectively keep out backfill earth lateral pressure.But adopt preceding method cement concrete draw-in groove handling to be installed to tram executing man-hour requirement, higher requirement is had to the efficiency of handling and the accuracy of handling, but also do not have a kind of structure simple in prior art, easy to operate, can fast by the handling of poured band of outer wall of basement cement concrete draw-in groove to installation site, auxiliary installation, and handling efficiency is high, the poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment that handling accuracy is high.
Utility model content
It is simple that technical problem to be solved in the utility model is to provide a kind of structure, easy to operate, can fast by the handling of poured band of outer wall of basement cement concrete draw-in groove to installation site, auxiliary installation, and handling efficiency is high, the poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment that handling accuracy is high.
For solving the problems of the technologies described above, the poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment that the utility model adopts, comprise outer crosshead and winch, described outer crosshead is made up of three each and every one above stands, also comprise operation layer, described operation layer is by two or more and be positioned at conplane crossbearer and form, described operation layer is vertical with stand, and operation layer is fixedly connected with stand, also comprise service platform, described service platform is fixed on operation layer, and described winch is installed on the operational platform.
Further, described crosshead is also provided with diagonal brace.
Further, the afterbody of described winch is also provided with weight concrete.
The beneficial effects of the utility model are: utilize the outer crosshead at poured band of outer wall of basement place as support, outside crosshead utilizes crossbearer constructor layer, then build service platform on operation layer, lifting appliance are rolled up machine fixed installation on the operational platform.The installation site that outer crosshead distance due to poured band of outer wall of basement place will install cement concrete draw-in groove is very near, and therefore the distance of handling is short, contributes to the speed improving handling installation.The diagonal brace that crosshead is arranged, can increase the Rigidity and strength of crosshead, improves the integrally-built stability of crosshead and safety.The afterbody of winch is also provided with weight concrete can make winch keep balance when lifting cement concrete draw-in groove, to avoid and topples.
Accompanying drawing explanation
Fig. 1 is master map of the present utility model;
Fig. 2 is birds-eye view of the present utility model;
Fig. 3 is right elevation of the present utility model;
Parts, position and numbering in figure: stand 1, operation layer 2, service platform 3, winch 4, diagonal brace 5, weight concrete 6, post-cast strip cement concrete draw-in groove 7.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Figure 1, for solving the problems of the technologies described above, the poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment that the utility model adopts, comprise outer crosshead and winch 4, described outer crosshead is made up of three each and every one above stands 1, also comprise operation layer 2, described operation layer 2 is by two or more and be positioned at conplane crossbearer and form, described operation layer 2 is vertical with stand 1, and operation layer 2 is fixedly connected with stand 1, also comprise service platform 3, described service platform 3 is fixed on operation layer 2, and described winch 4 is arranged on service platform 3.With the outer crosshead at poured band of outer wall of basement place as support, outside crosshead utilizes crossbearer constructor layer 2, then build service platform 3 on operation layer 2, machine of being rolled up by lifting appliance is fixedly mounted on service platform 3.The installation site that outer crosshead distance due to poured band of outer wall of basement place will install cement concrete draw-in groove 7 is very near, and the distance segment of therefore handling contributes to the speed improving handling installation.
Described crosshead is also provided with diagonal brace 5.The diagonal brace 5 that crosshead is arranged, can increase the Rigidity and strength of crosshead, improves the integrally-built stability of crosshead and safety.
The afterbody of described winch 4 is also provided with weight concrete 6.The afterbody of winch 4 is also provided with weight concrete 6 can make winch 4 keep balance when lifting cement concrete draw-in groove 7, to avoid and topples.
The structure of the cement concrete draw-in groove 7 of the utility model handling is the side plate comprising base plate He be arranged on base plate both sides, base plate and side plate surround a groove 1, cement concrete draw-in groove 7 is adopted to close post-cast strip, substitute the isolation of in the past conventional brick retaining wall as back fill and post-cast strip, can effectively keep out backfill earth lateral pressure.Splicing groove and splicing projection is provided with in the upper end of base plate; Be provided with splicing groove in the upper end of side plate and splice protruding, be provided with in the lower end of base plate and splice groove and splicing projection, be provided with splicing groove in the lower end of side plate protruding with splicing.The splicing utilizing cement concrete draw-in groove 7 to arrange is protruding and splice groove, makes to splice between two pieces of draw-in grooves tighter, forms the template outside poured band of outer wall of basement, substitute secondary formwork.Groove 1 is provided with pre-buried ring.Utilize hoist tool by cement concrete draw-in groove 7 handling extremely place to be installed, when handling, the hook of hoist tool is hung on pre-buried ring.Be connected pre-buried with reinforcing bar outside post-cast strip in installation process.The structure that when pre-buried ring is also fixed as installation while facilitating handling, cement concrete draw-in groove 7 is connected with post-cast strip.Pre-buried ring is two.Pre-buried ring is set to two can facilitate handling, makes handling process more steady, with post-cast strip outside bar connecting time, also make connection more firm.
The hoisting process of poured band of outer wall of basement cement concrete draw-in groove 7 construction hoisting equipment of the present utility model is adopted to be:
Concrete handling is installed and can be installed aftermentioned method and carry out: reinforce the existing outrigger in poured band of outer wall of basement place, above the service platform 3 winch 4 being fixedly mounted on the superiors.Winch 4 install service platform 3 from basement roof at about 1.5m.The position of winch 4 needs just to poured band of outer wall of basement, just there will not be serious skew during installation.Precast concrete draw-in groove 7 is lifted and is transported to post-pouring belt of outer wall top board place by workmen, and two suspension hooks are hung on the pre-buried ring of precast concrete draw-in groove 7, slowly starts winch 4 and precast concrete draw-in groove 7 handling is got up until steadily.By slow for prefabricated cement concrete draw-in groove 7 down let-down under the help of workmen, when will arrive installation site, carry out coordinating until be in place with the operating personal at post empiricism position.Fitting operation personnel are receiving after under precast concrete draw-in groove 7 handling, and man-machine cooperation is emitted on lastblock precast concrete draw-in groove 7 and namely installs according to post-pouring belt of outer wall both sides mark at first piece of precast concrete draw-in groove 7.After precast concrete draw-in groove 7 is in place by operating personal, be connected by ring pre-buried on precast concrete draw-in groove 7 with galvanized wire with reinforcing bar outside poured band of outer wall of basement, colligation is firm, ensures that it is firm.If there is skew wild effect when installing, then need man-machine cooperation to re-start installation fixing, guarantee that whole piece precast concrete draw-in groove 7 is steadily straight after closing post-cast strip.
Claims (3)
1. poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment, it is characterized in that: comprise outer crosshead and winch (4), described outer crosshead is made up of three each and every one above stands (1), also comprise operation layer (2), described operation layer (2) is by two or more and be positioned at conplane crossbearer and form, described operation layer (2) is vertical with stand (1), and operation layer (2) is fixedly connected with stand (1), also comprise service platform (3), described service platform (3) is fixed on operation layer (2), described winch (4) is arranged on service platform (3).
2. poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment as claimed in claim 1, is characterized in that: described crosshead is also provided with diagonal brace (5).
3. poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment as claimed in claim 1, is characterized in that: the afterbody of described winch (4) is also provided with weight concrete (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420843846.7U CN204384738U (en) | 2014-12-26 | 2014-12-26 | Poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420843846.7U CN204384738U (en) | 2014-12-26 | 2014-12-26 | Poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204384738U true CN204384738U (en) | 2015-06-10 |
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ID=53357475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420843846.7U Expired - Fee Related CN204384738U (en) | 2014-12-26 | 2014-12-26 | Poured band of outer wall of basement cement concrete draw-in groove construction hoisting equipment |
Country Status (1)
| Country | Link |
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| CN (1) | CN204384738U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108858817A (en) * | 2017-07-21 | 2018-11-23 | 东营联润信息科技有限公司 | A kind of enclosure wall cutting translating device |
-
2014
- 2014-12-26 CN CN201420843846.7U patent/CN204384738U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108858817A (en) * | 2017-07-21 | 2018-11-23 | 东营联润信息科技有限公司 | A kind of enclosure wall cutting translating device |
| CN108908752A (en) * | 2017-07-21 | 2018-11-30 | 东营联润信息科技有限公司 | A kind of enclosure wall cutting translating device |
| CN108858817B (en) * | 2017-07-21 | 2020-03-06 | 北京天润建设有限公司 | Fence cutting translation device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171212 Address after: 610081 Chengdu City, Chengdu, Sichuan, Jinniu District new village riverside Street 3 layer Patentee after: Zhongcheng National Construction Co., Ltd. Address before: 610027, 19, 1, 1, 2 ginkgo Road, Sichuan, Chengdu, Jinniu District Patentee before: ZHONGYU YUANFA INTERNATIONAL CONSTRUCTION GROUP CO., LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150610 Termination date: 20171226 |